Facing the Sumida River in the eastern part of Tokyo, the Narihirabashi and Oshiage areas were once flourishing centers of Edo culture (17th to late 19th century). In February 2006 the Tobu Railway Co. proposed to local broadcasting companies and to Sumida Ward that a huge steel tower, called the Tokyo Sky Tree, be built there. The first thing particularly emphasized by the client at the start of the project was the “creation of a landscape beyond space-time there.” During subsequent stages of the design work, consistent efforts were made to realize this theme.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Based on the latest version of designing codes both for buildings and bridges (GB50010-2010 and JTG D62-2004), this book starts from steel and concrete materials, whose properties are very important to the mechanical behavior of concrete structural members. Step by step, analysis of reinforced and prestressed concrete members under basic loading types (tension, compression, flexure, shearing and torsion) and environmental actions are introduced. The characteristic of the book that distinguishes it from other textbooks on concrete structures is that more emphasis has been laid on the basic theories of reinforced concrete and the application of the basic theories in design of new structures and analysis of existing structures. Examples and problems in each chapter are carefully designed to cover every important knowledge point. As a basic course for undergraduates majoring in civil engineering, this course is different from either the previously learned mechanics courses or the design courses to be learned. Compared with mechanics courses, the basic theories of reinforced concrete structures cannot be solely derived by theoretical analysis. And compared with design courses, this course emphasizes the introduction of basic theories rather than simply being a translation of design specifications. The book will focus on both the theoretical derivations and the engineering practices.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Abstract: SHEAR DESIGN of Pile Caps According to Concrete Reinforcing Steel Institute.
1 way deep beam
2 way deep beam
1 way shear
2 way shear
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
This book deals with in-situ tests that are performed in geotechnics to identify and characterize the soil. These measurements are then used to size the Civil Engineering works
This book is intended for engineers, students and geotechnical researchers. It provides useful information for use and optimal use of in-situ tests to achieve a better book adaptation of civil engineering on the ground
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
I'm looking for DIN 4150 standards (Structural vibration - Effects of vibration on structures) in ENGLISH version.
All English links in our forum are dead (live links only for German version):
DIN 4150-1 - Part 1: Prediction of vibration parameters
DIN 4150-2 - Part 2: Effects on persons in buildings
DIN 4150-3 - Part 3: Effects on structures
Author(s)/Editor(s): Kamila Kotrasová and Eva Kormaníková | Size: 9,02 MB | Format:PDF | Quality:Unspecified | Publisher: Trans Tech Publications Ltd. | Year: 2014 | pages: 368
The 2nd international conference on Structural and Physical Aspects of Civil Engineering (SPACE-2013) was held in High Tatras, Slovakia, in November 27 – 29, 2013. The conference was organised by Department of Structural Mechanics, Institute of Structural Engineering, Civil Engineering Faculty, Technical University of Košice, Slovakia in cooperation with Slovak Society of Mechanics, Slovak Academy of Science, Bratislava.
The main objective of the conference is to bring together researchers and engineers devoting their work to structural and physical problems in different areas of engineering applications on a common platform.
The conference objectives were the following:
Static and dynamic analysis of structures, Seismic and stability problems of structures, Experimental analysis and diagnostics of structures, Resistance, durability and reliability of structures, Optimization of structures, Numerical methods, simulations and mathematical applications, Failure, damage and reconstructions of structures.
This special Issue of the Advanced Material Research Journal contains the selected papers presented in the topic of the conference on Structural and Physical Aspects of Civil Engineering. All the papers were reviewed by two members of the conference scientific board.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Some time ago I downloaded C.S.E. for steel design from
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Today I have got massage from developer Paolo Rugarli some breathtaking offer: shortly the more willing buyers the cheaper software to pay.
read carefully the email letter I`ve got from developer: maybe some civilea user would be interested in buying C.S.E. software.
THE MORE BUYERS THE CHEAPER
"Dear Colleague,
You downloaded the demo version of our program some time ago: we develop a very advanced software dealing with steel connections.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
- User can “teach” to the program how to check components.
- Automatic report in ODT format (Word readable).
- ASCII listing.
- Interfaced to DXF, STL. Interface to Tekla in progress.
- ….
Paolo Rugarli
Structural Engineer - Software Developer
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
One of the main goals of a good and effective structural design is to decrease, as far as possible, the self-weight of structures, because they must carry the service load. This is especially important for reinforced concrete (RC) structures, as the self-weight of the material is substantial. For RC structures it is furthermore important that the whole structure or most of the structural elements are under compression with small eccentricities. Continuous spatial concrete structures satisfy the above-mentioned requirements. It is shown in this book that a span of a spatial structure is practically independent of its thickness and is a function of its geometry. It is also important to define which structure can be called a spatial one. Such a definition is given in the book and based on this definition, five types of spatial concrete structures were selected: translation shells with positive Gaussian curvature, long convex cylindrical shells, hyperbolic paraboloid shells, domes, and long folders.
To demonstrate the complex research, results of experimental, analytical, and numerical evaluation of a real RC dome are presented and discussed. The book is suitable for structural engineers, students, researchers and faculty members at universities.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Tall Building Design Guidelines - City of Toronto.
Author(s)/Editor(s): HOK Architects & Urban Strategies Inc. | Size: 9,02 MB | Format:PDF | Quality:Unspecified | Publisher: City of Toronto. | Year: 2013 | pages: 91
This updated city-wide "Tall Buildings Design Guidelines" document integrates and builds upon these previous studies and guidelines to establish a new, unified set of performance measures for the evaluation of all tall building development applications across the entire city.
To assist with implementation of Official Plan policy and provide specific design direction for tall buildings in Toronto, City Council adopted the "Design Criteria for the Review of Tall building Proposals" (2006) and the "Downtown Tall Buildings Vision and Performance Standards Design Guidelines" (2012). These guidelines were developed through consultant studies by HOK Architects (2006) for the city-wide "Design Criteria," and Urban Strategies Inc./Hariri Pontarini Architects (2010) for the "Downtown Guidelines."
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
![[Image: 64375471591266545560.jpg]](https://pic.civilea.com/images/64375471591266545560.jpg)
![[Image: info.png]](http://postgen.civilea.com/icon/info.png){kind=icon}
![[Image: download.png]](http://postgen.civilea.com/icon/download.png){kind=icon}
![[Image: 68925420694610122457.jpg]](https://pic.civilea.com/images/68925420694610122457.jpg)
![[Image: password.png]](http://postgen.civilea.com/icon/password.png){kind=icon}
![[Image: 13156011188381319510.png]](https://pic.civilea.com/images/13156011188381319510.png)
![[Image: 41943459192384588919.jpg]](https://pic.civilea.com/images/41943459192384588919.jpg)
![[Image: 18845596558564157457.jpg]](https://pic.civilea.com/images/18845596558564157457.jpg)
![[Image: 66226823702129694475.jpg]](https://pic.civilea.com/images/66226823702129694475.jpg)
![[Image: 75223679474691085776.jpg]](https://pic.civilea.com/images/75223679474691085776.jpg)
![[Image: screen.png]](http://postgen.civilea.com/icon/screen.png){kind=icon}
![[Image: 92305350983767866478.png]](https://pic.civilea.com/images/92305350983767866478.png)